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HomeMy WebLinkAboutD O H PAPERWORKSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #:56-SF-1784665 APPLICATION #:AP1386611 DATE PAID: FEE PAID: RECEIPT #: FILEDocoMENT #: PR1196192 CONSTRUCTION PERMIT FOR: OSTDS New copy SCANNED APPLICANT: Robert Sudler $� PROPERTY ADDRESS: 5808 Clydesdale Ln Port Saint Lucie FL 34986 St Lucie County LOT: 27 BLOCK: A SUBDIVISION: Pony Pines PROPERTY ID #: 3309-605-0030-000-3 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE -WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Seotic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps D [ 375 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: site SM FND NiD NW property corner, N property line extended W I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ]( INCHES FT I JFABO;Ej BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 6.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D 0 T H E R system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of gpd. JAN 2 4 2019 SPECIFICATIONS BY: Brian J Ingrpjjt r- TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHU Brian J Ingr DATE ISSUED: 01/11/2019 EXPIRATION DATE: 07/10/2020 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1386611 SE1145933 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. - Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. e 4-G, STATEOF FLORIDA PERMITA,p,PMCATION TO CONSTRUCT.: - � `-5 _ F2EPAIRIN(Ot)IFY�ORABANQONAWELL:. - -. FilmitNo._ 59-29120, � - -�1 O6outrywest . Fkdda Onisua70 _ TUe Wd(PInYO COnIr¢Fbrff lP•N,¢°sd¢(°fmrM'¢¢¢F. NYs mnn anerunCay�fheyeenl( ,error, "Tat'Otrmlhq. µeAP�¢Pram detega(e`,deuP+cvtryaheN.Hpp?p�ig.. v 'P T el 1 , No. (PIN) or Attemal_s Key (Ctrde One) 4 4 Batson-.-' r— Lsn G nt-iownshlp+ 'RanqCounty -`Water, Wea Contractor _. r h _ _ _, 'LlCense NOMbSr'wTdlc imgatinn �Repovery,' n Lot --"" Slock• Chmk lr62-su YeS,�No 10 -- - -.—_ -rmnarY GOGIng Diameter : - ' in. OPen Hofe: Prpm,, To ,torval:Fron�_Toa-. (t - - teria);. "__glack steel, _=Gaivema-E.' -t4PVG. __stalnless.stoW ___NotCased, _Tetesoope Ceslgg, _ Liner,._� Surfaoe:Casing Diameter im .latvfeb _F3laek Steel Gapanizetl...__PVC TStalnless steel, Other On. Repair, orAbandonmenk _pl'uger, __Cabte,lbW _Jotletl �(•nvoorM`ole'Megiods) �NandGiv'enR°tarY ,.-..—_Sonic dlQn (WellPoin4Sand -oint) T_ygdrauGgPofnY(DireUPus6) 9'-__PIt99,�61':%WPioveO Mkiod OMeras,.,:,t,,..r: r" ° - Wt numberofeAstingunasedwell¢anMtb -_.. an the owners wntiguouapropertycdvermd undera so*111P. 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Is, _-.. _ _ - .Issue:Daie. / / 17 'Eep4adon:63re yoLZurlyamlyrstnavR Receipt No.: _- ISN(1T VAT lhlruru:oon THE; St. Lucie County Health Department 0 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYINGION: PERMITM 56-SF-1 784665 BILL Docu:56-BID-4048931 CONSTRUCTION APPLICATIONMAP1386611 RECEIVED FROM: Ralph J Chapin AMOUNT PAID: $ 515.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 12/06/2018 MAIL TO: Robert Sudler FACILITY NAME: PROPERTY LOCATION: 5808 Clydesdale Ln Port Saint Lucie, FL 34986 Lot: 27 Property ID: 3309-605-0030-000-3 EXPLANATION or DESCRIPTION: A Block: c QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 15.00 -1 - OS IDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - O ISTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 t RECEIVED BY: MontanezNM e AUDIT CONTROL NO. 56-PID-3824566 fi STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: Ara- PERMIT N056'5)✓ l7by 6 DATE PAID: FEE PAID: d, AO, U/ RECEIPT #: X(4310 [,/] New System [ ] Existing System I ] Holding Tank I ] Innovative I ] Repair [ ] Abandonment I ] Temporary [ ] APPLICANT: Ralph & Gabriele AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 772-340-7770 MAILING ADDRESS: 619 SW Biltmore Street, Port St. Lucie, Florida 34983 -------------------------------------------------------------------------------------- TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 27 BLOCK: A SUBDIVISION: Pony Pines PLATTED: 1977 PROPERTY ID #: 3309-605-0030-000-3 ZONING: R I/M OR EQUIVALENT: I No ] PROPERTY SIZE: 1.607 ACRES WATER SUPPLY: I (] PRIVATE PUBLIC I ]<=2000GPD I 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? I No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 5808 Clydesdale Lane, FT. PIERCE, FL 34987 DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION Unit Type of No Establishment I RESIDENCE K 3 4 I ] Floor/Equipment Drains [ ✓ ] RESIDENTIAL I ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 2 2,036 [,(] Other (Specify) GARBAGE GRINDERS/DISPOSALS "Mjad by^Mun4 1.rmn Alexander J. Piazza °°„°°"'�^'°'°'°'rc SIGNATURE: \mr.,'m. n.17 UA:2544W DATE: 8-27-18 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 6/22/2018 5808 Clydesdale Ln - Google Maps Google MapS 5808 Clydesdale Ln ��- ` Trouicana P,oduas � _ 1... �. fi f i r YIUW.+ U F� s'. - K • I ,. c -:4 ' v • � s. µT[�nno �k�r 5808 ClZdesdale Lane hHos://www.aooale.com/mans/nlAcae/6HOA+CIvdaedalaal n aFndaPiemu iGl aQAOA71G' 7IAnnn7a on .one AM. ,A STATE OF FLORIDA APPLICATION # AP1386611 DEPARTMENT OF HEALTH PERMIT # 56-SF-1784665 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1145933 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Robert Sudler CONTRACTOR / AGENT: Ralph Chapin LOT: 27 BLOCK: A SUBDIVISION: Ponv Pines ID#: 3309-605-0030-000-3 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: IX]YES [ ]NO NET USABLE AREA AVAILABLE: 1.61 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 2415.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: site BM FND NiD NW property corner, N property line extended W ELEVATION'OF PROPOSED SYSTEM SITE 1.00 I INCHES / FT ] [[ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: 90 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 98 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING? I ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL I SERIES:Pepper sand Munsell #/Color Texture Depth 10YR 5/2 Sand 0 To 13 10YR 4/4 Sand 13 To 18 1 OYR 7/4 Sand 18 To 26 1 OYR 7/3 Sand 19 To 26 1 OYR 712 Fine Sand 26 To 35 10YR 312 Fine Sand 35 To 50 1 OYR 4/2 Loamy Sand 50 To 55 5Y 4/4 Loamy Sand 55 To 60 1 OYR 5/3 Loamy Sand 60 To 72 OBSERVED WATER TABLE: 55.00 INCHES [ ABOVE / BEE] ESTIMATED WET SEASON WATER TABLE ELEVATION: 19 INCH HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES USDA SOIL SERIES:Pepper sand Munsell #/Color Texture ES Depth 1 OYR 5/2 Sand 0 To 13 1 OYR 4/4 Sand 13 To 18 10YR 7/4 Sand 18 To 26 10YR 7/3 Sand 19 To 26 1 OYR 7/2 Fine Sand 26 To 32 10YR 412 Fine Sand 32 To 51 1 OYR 4/3 Loamy Sand 51 To 55 5Y 4/4 Loamy Sand 55 To 60 7.5YR 5/3 Loamy Sand 60 To 72 EXISTING GRADE [ABOVE TYPE: [ PERCHED / APPARENT ] / BELOW ] EXISTING GRADE I ]NO DEPTH: 19.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA VT deter n;ined using USDA WSS and so]] borings. U13 stripping in 10YR7/4 matrix > 10% with diffuse boundaries starting at 19" in S131. 1" above SM. SB2 1" above BM SITE EVALUATED BY: INCHES DATE: 12127/2018 I Ingram, Brian (Title: Envir mental Specialist II) (ENVIRONMENTAL HEALTH) DH 4015, 08/09 (Obsoletes previous editions which may of be used) Incorporated: 64E-6.001, FAC AP1386611 EID1784665 Page 3 of 4 v 1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREA SITE EVALUATION.AND TME NT AND DISPOSAL SYSTEM SYSTEM SPECIFICATIONS PERMIT Ralph & Gabriele Chapin AGENT: Alexander J. Piazza PSM, Inc. LOT: 27I BLOCK: A : Pony Pines PROPERTY ID #: 3309-605-0030-000-3 - [TaxIDNumber TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. I PROPERTY SIZE CONFORMS TO SITE PLAN: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 1.607 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [RESIDENCES -TABLE I/OTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT REFERENCE POINT LOCATION: OF PROPOSED SYSTEM SITE IS 34 [INCHES/FT ] [ABOVE/BELOW'] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE W}1TER: 100 FT DITCHES/SWALES:15 FT NORMALLY WET? [ ] YES [✓] NO WELLS: PUBLIC: 200 FT LIMITED USE:100 FT PRIVATE: 75 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS:5 FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [✓] NO 10 YEAR FLOODING? [ ] YES [✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PR MUNSELL USDA TEXTURE m m T TO OBSERVED TER TABLE:40+ INCHES [BELOW ESTIMATEDWET SEASON WATER TABLE ELEVATION:_ HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:_ DRAINFIELD CONFIGURATION: [✓],TRENCH [ ] BED REMARKS/ADDITIONAL CRITERIA: SITE BY: Alexander J. Piazza SOIL PROFILE INFORMATION 51' MUNSELL #/COLOR TEXTURE USDA SOIL SERIES': DEPTH TO TO TO TO TO TO TO TO T] EXISTING GRADE. TYPE:[ PERCHED/ APPARENT ] _ INCHES [.ABOVE/BELOW ] EXISTING GRADE MOTTLING: [ ] YES [ ] NO DEPTH: INCHES DEPTH OF EXCAVATION: [ ] OTHER (SPECIFY) INCHES 8-27-18 DH 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001,FAC Page 3 of 4 APPLICANT'S LEGAL DESCRIPTION: Ralph & Gabriele Chapin g(e -Jr- (7 Lot 27, Block "A", Pony Pines Unit One (PB 17, PG 3) SEP I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the fine to be double sleeved,. that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a'public easement or right-of-way that abuts the property, that there are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the. property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot are shown on the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters Such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. i olgnlryagnd eyuedna al.Fim koN:�2lleaunaera.G�aruaWe.manAvuu Alexander J. Piazza ems. emu CERTIFIED BY: . I Oa ia aria oi,a,am�Wn�om.�us FLORIDA PROFESSIONAL NO.: 6330 DATE: 08/27/18 JOB NO.: 18-4006 does/roms/septics/SepticAppp Page207 Property Card Page I of 1 5�-5F_ 11�,y(v6S Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification SitelAddress:5808 Parcel ID:3309-605-0030- Account #: 35530 Sec/Town/Range: CLYDESDALE LN 000-3 09/36S/39E Map ID: 33/09N Zoning: AG-2.5 - C Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Ralph Chapin PONY PINES -UNIT ONE BLK A LOT 27(1.61 AC) (OR Gabriele Chapin 4045-230) 9101 S Indian River DR Fort! Pierce, FL 34982-7824 Current Values Historical Values 3-year Just/Market: $55,100 Assessed: $55,100 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $55,100 2018 $55,100 $55,100 $0 $55,100 2017 $48,000 $48,000 $0 $48,000 2016 $60,000 $60,000 $0 $60,000 Sale History Date Book/Page Sale Code Deed Grantor Price 09-25-2017 4045 / 0230 0001 WD Sudler Robert A $74,000 04-22-2003 1701/0792 XX00 WD Kristiiansen Finn $72,900 07-15-2002 1556/2433 XX00 WD Williamson JackD. $32,000 Primary Building Information Finished Area of this building: 0 SF Gross Area of this building: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: Grade: Effective Year: 2014 Primary Wall: Story Height: No. Units: 0 Secondary Wall: Interior Data Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall: Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas Finished/Under Air 0 r: (SF): n W `f Gross Area (SF): 0 Land Size (acres): 1.61 Land Size (SF): 70,131.6 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved. ttps://www.pasle.org/RECard/ 12/6/2018 A L•HN I IVWN Lu uc , i L Ao w m ,-t 9 56.5 r- . ri Y(4w Zl' L•ID N I_ Custom Soil Resource Report ISt. Lucie County, Florida 25—Nettles and Oldsmar sands Map Unit Setting National mapunit symbol; 1)pvl Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Nettles and similar soils: 40 percent Oldsmar and similar soils: 40 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Nettles Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 8 inches: sand E- 8 to 33 inches: sand Bh1 - 33 to 39 inches: sand Bh2 - 39 to 55 inches. sand Big - 55 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 31 to 50 inches to ortstein Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding. None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 1.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No 13 Custom Soil Resource Report Description of Oldsmar Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 32 inches: sand Bh - 32 to 42 inches: sand Btg - 42 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of Flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on Flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Minor Components Ankona Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tali Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Pineda Percent of map unit: 4 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes 14 Custom Soil Resource Report Wabasso Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No Pepper Percent of map unit: 4 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Oldsmar Percent of map unit., 4 percent Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Hydric soil rating: Yes 31—Pepper and EauGallie sands Map Unit Setting National map unit symbol. ljpvs Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Eaugallfe and similar soils. 45 percent Pepper and similar soils: 45 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Eaugallie Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits 15 Custom Soil Resource Report Typical profile A - 0 to 5 inches: sand E - 5 to 26 inches. sand Bh - 26 to 47 inches: sand Big - 47 to 62 inches: sandy loam Cg - 62 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 1.98 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Moderate (about 7.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: A/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Description of Pepper Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Parent material: Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 23 inches: sand Bh1 - 23 to 33 inches: sand Bh2 - 33 to 57 inches: sand Btg - 57 to 80 inches: sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 16 to 31 inches to ortstein Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding. None Frequency of ponding: None 16 Custom Soil Resource Report Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available water storage in profile: Very low (about 1.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G156BC141 FL) Hydric soil rating: No Minor Components Wabasso Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating. No Pineda Percent of map unit. 2 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Hydric soil rating: Yes Nettles Percent of map unit. 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No Tantile Percent of map unit. 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tait Down -slope shape: Convex Across -slope shape: Linear Hydric soil rating: No Lawnwood Percent of map unit: 2 percent Landform: Marine terraces on flatwoods Landform position (three-dimensional): Tali Down -slope shape: Linear Across -slope shape: Linear Hydric soil rating: No 17 r•. RECEIVED 'DEC-092019 APPLICATION STATE OF FLORIDA Permitting Department PERMIT - DEPARTMENT OF HEALTH St. Lucie Covnt:, . - . .. DOCUMENT rONSITE SEWAGE TREATMENT AND, DISPOSAIi..•SYSTEK l' 'C)J--c7)5� CONSTRUCTION' INSPECTION'°AND FZNAL APPROVAL ➢ATE'PAID - .PEE. FAID 515:00 RECEIPT u 56 PI iM24'56,6; APPLICANT:, RobertSudler AcENx6 i Ralph Chapin . __ _ •. _ _ PROPERTY ADDREss i .58W Clydesdale LD Port'Saint Lucia FLL34986 _ Im BLOCK: A JDk2 3309-605-6030-000-3 L-TANK INSTALLATION - (, ] (Oi) TANK SIZE [S1. 1090.00' '[2]ti - [, 1. [021 ikNK,MATERIAL Polypropylene [ '']_ [031 OUTLET DEVICE '(. I EP43 MULTTtrCNAMBERED [ Y.. N [: 3 , 1051 'OUTLET FILTER Polylok P"S .. [ ] [05J LEGEND_ 1. 70-14311DC4 '2, ;[ 1 [971 WATERTIGHT [OS] -LEVEL .. _ (041 DEPTH TO LID- - DRAINFIELD INSTALLATION' [ ] (10] AREA. [L]` 509A, 121 I 1 , [11-1 °DISTRIBUTION BOX -READER x [121 INUMBER'OF DRAINLINES 1, t6.00 '2; 1131, 'DRAINLINE SEPARATION - .[. :1141. DRAINLINE SLOPE. '[ 11 1151 DEPTH OF COVER [ Il 1161 ELEVATION (I ABOVE /' :BELOW IBMe,6.00. -. [ ] ,L171 SYYSTEM LOCATION ,( It ',1181 DOSING .PUMPS .. L. 1.1 [191 AGGREGATE-AiZE li [201 AGGREGATE.EXCESSIVE.FI_NES [ ]1 ",[21] AGGREGATE DEPTH . j SILL / EXCAVATIONMATERIAL [ ]i. [22,1 FILL AMOUNT ' •[ i1, :,L231. FILL TEXTURE [ ;1. -1241.. EXCAVATION DEPTH - '[ 1 [251 AREA REPLACED L 1 [261 REPLACEMENT MATERIAL Comments: COIDmerits are on pace 2. ,CONSTRUCTION [• •AP?ROVED, / .DISAPPROVED Is: 'SETBACKS: [ ] (211 BURFACE'V&iER DITCHES, FT' [ .]r [291 PRIVATE'WELLS '91 FT [ J, [301. PUBLIC WELLS'. FT [ ] [311 IRRIGATION WELLS [ ] [321 POTABLE WATER, ,34-. _ _FT ] [33] ¢BUILDING FOUNDATIONS 7 FT [' 1 [341' PROPERTY: LINES 67 - FT I` ] [351 OTHER PT PILLED /`MOUND' SYSTEM `] [361 DRAINPIELD COVER [ 1 [371 SHOULDERS ,[ ] [381 SLOPES .. 1 •1 [39] ;STABILIZATION 10/2312019 ADDITIONAL INFORMATION ' [ ] ,[40] UNOBSTRUCTED AREA [ ,1 [411 ,STORHWATER. EVNOFF`' [ .1 [421 'ALARMS [ 1 [431. MAINTENANCE,AGREEMENT" . [ 1 I461 BUILDING.AREA [ 1, [451 LOCATION CONFORMS. WITH SITE PLAN [ 1 [461 FINAL SITE GRADING [ 1 [471 'CONTRACTOR MICHAEL.W STUHR (ASHTQ -[ -] [48] OTHER' INFILTRATOR�Quick4Pius"ECl36,LP` ... ABANDONMENT I. 1 [491 TANK:PUMPED [ ] [50] TANK CRUSHED 'PIL'LED CHD DAM-_.,08/21/2019 FINAL SYSTEM :I APpgOVSD, / DISAPPROVED I-Z / (Ext ESt: Lucie CHD DATE: 10/2312019 MENTALHEALTH], planation of'Yiolatiove n folloring Page) ' DH 4016, 08/0964Eb6 003 sFall revious editions xhich,may,not be used). [ P Page 2 of 3 EH Data6aao'v 1'.0.1 AP1386611 E101784865 esystqm'ls sizea.for z Dearooms wnn;a maximum,accupancy or4persons:(z'perDeUrGUM), Tor a 10[d] W5U1114MU IIUW VI Quv gpd, f4ew.ST, filter, and 3x7+3x8 long DFinstalldd. NoyiolaVonsjsyMemoktocover. Contractor notified onsite. Needsfina,l inspection: , for mound system and final site gradirig. Final system approved.- Contractor,and building department Ornalled,final approOl. , 3 M DH 4016, 08109 (Obsoletas all tp=evious editior's which my not be, used) Irioorpokated. 64E-15.003, FAC, Page 2 Of, EH . Database v 1.0.1 AP1386611 E161784666